659-24-906 Combined Drawings.pdf

PDF 5 MB Posted

Attached to
Z2PZ--Replace/add new pavement/walks Federal contract opportunity
Solicitation number
36C24623B0063
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI ·

This package includes construction drawings and a site utilities plan for a pavement and sidewalk replacement project at the W.G. (Bill) Hefner VA Medical Center in Salisbury, North Carolina. The project involves removing and replacing sections of existing asphalt pavement, concrete sidewalks, and curb and gutter to update pedestrian access and parking areas. Utilities shown on the plan include domestic water lines, fire hydrants, sanitary sewer lines, steam tunnels, and other underground infrastructure. The construction drawings provide dimensions, specifications, and details for asphalt repair and patching, concrete sidewalk and curb ramp installation, and adjustments to utility infrastructure affected by the work.

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Other files for this federal contract opportunity

Other files attached to Z2PZ--Replace/add new pavement/walks, newest first.
File Type Posted
S07 - BID OPENING Abstract 36C24623B0063.pdf PDF
36C24623B0063 0003.docx DOCX document
36C24623B0063 0002.docx DOCX document
Response to RFI 659-24-906_2-G-102_v2_082923.pdf PDF
36C24623B0063 0001.docx DOCX document
Updated SPECIFICATIONS Pavement.pdf PDF
36C24623B0063.pdf PDF

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SmokingShelter

NATIONAL CEMETERY

SPACES

MAY 11,

LOCATION: B3

CKT 26, 30

B

B

B

B

BB B

B

B

B

B

B B

Elev

Elev

28 Feb 2023

659-24-906

G-101

1 8

BLFCAMPUS

GENERAL NOTES DRAWING INDEX

SALISBURY, NC

HEFNER VAMC,CAMPUS

Replace & Add New Pavement, Walks, & Striping, Various Location

SPECIAL CONCERNS

PROJECT DESCRIPTIONLOCATION MAP KEY PLAN

COVER SHEET Replace and Add New Pavement, Walks and Striping, Various Locations

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STREET

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HEDRICK

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AVENUE

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BRENNER

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SALISBURY, NORTH CAROLINA

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DR. "Z"

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AVE.

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STATESVILLE AVE.

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HEDRICK

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ACKERT

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S. LINK

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S. MERRITT

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FAIRSON

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OVERMAN

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%%U PARKING GARAGE

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LINCOLN LANE

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REVEILLE ROADROAD

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VETERANS D R.

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MILITARY AVE.

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FREEDOM DRIVE

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POW POINT

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SALISBURY, NORTH CAROLINA

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EXISTING

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BUILDING

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MAIN GATE

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BUILDINGS

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1. ADMINISTRATION BUILDING

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2. G. M. & S BUILDING

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3. OUTPATIENT CLINICS

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4. PATIENT TREATMENT(MENTAL HEALTH)

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5. MAIN KITCHEN

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6. RECREATION BUILDING

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7. R.M.S & CORE CLINIC BUILDING

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10. N.C. VETERANS HOME

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12. POLICE HEADQUARTERS

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13. STUDENT LODGING

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14. E&W DUPLEX QUARTERS

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15. VISIN

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16. LAUNDRY

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17A. WAREHOUSE

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18. BOILER PLANT

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19. CHAPEL

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21. ENDOSCOPE, PODIATRY, ONCOLOGY, SLEEP CLINIC

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22. FLAG POLE

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24. R.M.&S STORAGE

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25. R.M.&S. STORAGE

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28. ENGINEERING PAINT SHOP

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29. R.M.&S. STORAGE

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30. GREENHOUSE

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31. CHILLER PLANT

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32. GENERATOR BUILDING

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33. SWITCHGEAR BUILDING

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34. GENERATOR BUILDING

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35. GENERATOR BUILDING

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36. GENERATOR BUILDING

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37. GENERATOR BUILDING

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38. GENERATOR BUILDING

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39. PICNIC SHELTER

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40. GROUNDS STORAGE SHELTER

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42. GERO-PSYCHIATRIC BUILDING

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11. MENTAL HEALTH OFFICES

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43. HOSPICES BUILDING

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8. PATIENT TREATMENT(MENTAL HEALTH)

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21A. FEE BASICS

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21B. ENGINEERING

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11A. MENTAL HEALTH OFFICES

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11B. MENTAL HEALTH OFFICES

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11C. MENTAL HEALTH OFFICES

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17. WAREHOUSE

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17B. EM WAREHOUSE

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17C. GSA VEHICLES

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9. PARKING GARAGE

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20. LABORATORY BUILDING

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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CHIEF OF STAFF

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DWG. OF

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REQUESTER

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GENERAL G-101 COVER SHEET COVER SHEET G-102 SITE WORKS SITE WORKS

AutoCAD SHX Text CIVIL WORKS C-101 ASPHALT DETAILS ASPHALT DETAILS C-102 EXTERIOR IMPROVEMENT DETAILSEXTERIOR IMPROVEMENT DETAILS

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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CONTRACT DOCUMENTS & REQUIREMENTS 2. THE CONTRACTOR SHALL CHECK ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AS SHOWN BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR SHALL OBTAIN A CLARIFICATION FROM THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 3. DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS SHALL ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED, SHALL CONTACT THE GOVERNMENT FOR SUCH INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO THOSE DIMENSIONS. 4. CONTRACTOR SHALL NOTIFY GOVERNMENT OF CONFLICTS BETWEEN DRAWINGS DETAILS AND SPECIFICATION IN WRITING, PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 5. "TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLACE. 6. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED ACCEPTED CONSTRUCTION PRACTICE OR BY THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING HANGERS OR OTHER SUPPORTS OF ALL FIXTURES, EQUIPMENT, FURNISHINGS, AND ALL OTHER ITEMS REQUIRING SAME. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING FOR PROPER INSTALLATION OF MATERIAL AND EQUIPMENT. 9. ALL PENETRATIONS THROUGH MASONRY AND CONCRETE STRUCTURES SHALL BE SEALED TO PROTECT AGAINST FIRE WITH ENVIRONMENTAL CONDITIONS THAT EXIST. 10 CONTRACTOR TO SUBMIT MOBILIZATION PLAN TO GOVERNMENT FOR APPROVAL BEFORE MOBILIZATION OF THE JOB CAN TAKE PLACE. 11 CONTRACTOR NOT TO PARK IN PATIENT PARKING LOTS OR EMPLOYEE PARKING ONLY ON DESIGNATED BY COTR. CONTRACTOR TO COORDINATE WITH COTR FOR PARKING AREAS AND PROPER ACCESS TO CONSTRUCTION AREA. 12 BEFORE STARTING WORK IN A NEW AREA OR MOVEMENT OF EQUIPMENT ONE AREA TO ANOTHER, COORDINATION WITH THE FACILITY AND GOVERNMENT IS REQUIRED TO ENSURE PATIENT SAFETY. 13 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE THE PROPER COORDINATION IN ADVANCE FOR MAJOR INTERRUPTIONS (15 CALENDAR DAYS) AND ANY DELAY OF WORK DUE TO IMPROPER NOTICE WILL BE RESPONSIBILITY OF THE CONTRACTOR NOT THE GOVERNMENT. 14 AT ANY TIME IMPROPER PROCEDURES ARE OBSERVED THAT PUT PATIENT SAFETY , STAFF, OR CONTRACTOR WORKERS SAFETY AT RISK, THE WORK WILL BE STOPPED UNTIL CORRECTIONS ARE MADE AND AND APPROVED BY THE GOVERNMENT AND THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DELAY DUE TO IMPROPER ADHERENCE TO THE CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS. 15 BEFORE ANY NEW ELECTRICAL, MECHANICAL, AND/OR SITE MODIFICATIONS THE CONTRACTOR MUST NOTIFY THE GOVERNMENT 72 HOURS IN ADVANCE FOR PROPER COORDINATION TO ENSURE PATIENT, STAFF, AND CONTRACTOR WORKERS SAFETY. 16 CONTRACTOR TO REMOVE ALL DEBRIS FROM CONSTRUCTION AREA THAT MIGHT EFFECT GOVERNMENT OPERATIONS AND EACH DAY PERFORM HOUSE KEEPING OPERATIONS TO ENSURE CLEAN WORK AREA.

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PROJECT ADDRESS

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W.G. (BILL) HEFNER VA MEDICAL CENTER 1601 BRENNER AVE. SALISBURY, NC 28144

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1. DUE TO WORK BEING DONE IN AN ACTIVE HOSPITAL SPECIAL PRECAUTIONS AND COORDINATION MUST BE TAKEN BEFORE ANY WORK CAN BE DONE. 2. MOBILIZATION PLAN MUST BE SUBMITTED TO THE GOVERNMENT AND APPROVED. MOBILIZATION PLAN MUST ADDRESS DUST CONTROL MEASURE, MOVEMENT OF MATERIALS, CONTROL METHODS DURING CONSTRUCTION, TRAFFIC CONTROL, AND DEMOBILIZATION OUTLINE.. 3. ALL WORK SHALL BE DONE IN A PROFESSIONAL MANNER AND AT ALL TIMES WORKERS WILL CONDUCT THEMSELVES IN A WAY AS NOT TO DISTURB NORMAL HOSPITAL OPERATIONS. 4. THE GOVERNMENT RESERVED THE RIGHT TO REMOVE ANY PERSONNEL FROM THE JOB SITE FOR ANY FAILURE TO ADHERE TO THE CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS AND WILL BE AT THE COST OF THE CONTRACTOR DUE TO FAILURE TO ADHERE TO CONTRACT/DOCUMENTS AND/OR SAFETY REGULATIONS. 5. AT ALL TIMES CONTRACTORS SHALL WEAR ID BADGES AND PROPER PPE. 6. CONTRACTOR WORKERS MUST COMPLETE 2 DVD INFECTION CONTROL INFORMATION SESSION BEFORE ANY WORK CAN BEGIN.

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PROJECT DATA

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ARCHITECTURAL A-101 -SIDEWALKS A-102 -CONCRETE PADS/CONNECTIONS

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UTILITY U-101 U-102

SmokingShelter

NATIONAL

CEMETERY

OFFICES

NATIONAL

CEMETERY

SPACES

MAY 11, 2015

LOCATION: B3

CKT 26, 30

B

B

B

B

BB B

B

B

B

B

B B

ELEV

ELEV

GENERAL NOTES:

A. CONTRACTOR TO COORDINATE WITH COR FOR WHICH SIDEWALK SECTIONS ARE TO BE REMOVED.

B. CONTRACTOR TO ROPE OFF AREA WITH PROTECTIVE BARRIER (NETTING/FENCING) & HAZARD SIGNS.

C. CONTRACTOR WITH COORDINATION WITH COR WILL DEPLOYED DETOUR SIGNS FOR SIDEWALK

D. CONTRACTOR WILL PROVIDE FLAG MEN IF REQUESTED BY THE COR.

E. ALL SIDEWALK DEBRIS SHALL BE REMOVED SAME DAY IT IS DEMOLISHED.

F. CONTRACTOR WILL PROVIDE GROUND GUILDS FOR ALL TRUCKS/VENDERS THAT ENTER CAMPUS.

G. GROUND GUILD MAY CONSIST OF FLAG MEN AND/OR FLAG VEHICLE FOR ESCORT.

H. ALL CONCRETE MIXER SHALL WASH OUT AT APPROVED SITES, AND NO SHOUTS DOWN WHILE DRIVING]

I. FIND DRAWING C-102 FOR DETAIL FOR NEW SIDEWALK(S)

LEGEND

NEW SIDEWALK-TO REPLACE EXISTING DAMAGED SIDEWALK

EXISTING SIDEWALK TO BE DEMOLISHED

NEW SIDEWALK TO BE INSTALLED

ADA ACCESS RAMPS TO BE BE PROVIDED

SEE C-103 FOR DETAIL

65 LINEAR FEET OF CURB/GUTTER TO BE REPLACE-COORDINATE WITH COR

ALL WORK SHALL BE COORDINATE WITH COR, ASPHALT PAVING SHALL BE PERFORMED

DURING NON REGULAR WORK HOURS.

WORK HOURS ARE MONDAY THROUGH FRIDAY (0630 - 1630).

28 Feb 2023

659-24-906

G-102

2 8

BLFCAMPUS

Replace and Add New Pavement, Walks and Striping, Various Locations

SITE WORKS

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BRENNER

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SALISBURY, NORTH CAROLINA

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SUBBASE - REPAIR WITH FLOWABLE FILL (CLSM)

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NEW CONCRETE PAD AND SIDEWALK SEE A-102

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CONCRETE - SIDEWALK DEMO AND REPLACEMENT

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CONCRETE - NEW SIDEWALK/PAD

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CONCRETE - NEW ADA RAMP

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NEW CONCRETE A.D.A. RAMP SEE A-101

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DEMO AND REPLACE SIDEWALK SEE A-101

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DEMO AND REPLACE SIDEWALK SEE A-101

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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PROJECT ADDRESS

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W.G. (BILL) HEFNER VA MEDICAL CENTER 1601 BRENNER AVE. SALISBURY, NC 28144

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PROJECT DATA

BID ITEM II (DEDUCT ALT #1) BID ITEM III (DEDUCT ALT #2) BID ITEM IV (DEDUCT ALT #3)

EPOXY FASTENERS

INTO CONCRETE

ALUMINUM HANDRAIL MOUNT

VAN

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CONCRETE SIDEWALK

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

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TOP OF CURB

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[60' MAX] EXPANSION JOINT TO EXPANSION JOINT

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[60' MAX] EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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AutoCAD SHX Text 8" MIN. W/RAIL [203mm]

AutoCAD SHX Text %%uTRAVERSE SECTION B

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[4' MIN]

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[12" MIN]

AutoCAD SHX Text %%uLONGITUDINAL SECTION A

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%%UNOTE:

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1. 2. 3. 4. 5. 6.

AutoCAD SHX Text 6"x6"xMW19xMW19 [152mmx152mmxMW19xMW19]

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COMPACTED SUBGRADE

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[VERIFY BY CONTRACTOR 5' MIN] LEVEL AREA

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[VERIFY BY CONTRACTOR =35' MAX AT 1:20]

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[VERIFY BY CONTRACTOR 5' MIN] LEVEL AREA

AutoCAD SHX Text RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%. THE RAMP SHALL HAVE HANDRAILS ON BOTH SIDES. MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 5%. CONTRACTOR SHALL SUBMIT HANDRAIL SYSTEM FOR NEW RAMP PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT. CONTRACTOR TO SUBMIT SHOP DRAWING IN ACCORDANCE TO DIVISION 3 & DIVISION 5

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RAMP FOR DISABLED PERSONS

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NTS

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HANDRAIL

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HANDRAIL (TYP.)

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2%MAX. SLOPE

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STAINLESS STEEL BOLT

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12:1 (MAX SLOPE)

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1:20 (MAX SLOPE) (MAX SLOPE)

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1:20 (MAX SLOPE) (MAX SLOPE)

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NEW ADA RAMP

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WARNING STRIP TYP.

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DEMO CONCRETE TO EXPANSION JOINT

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START OF RAMP

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6" BOLLARD

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6" BOLLARD TYP.

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DEMO CONCRETE CURB TO EXPANSION JOINT REPLACE WITH NEW TO NEW ADA SIDEWALK

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GRADE TO NEW CONCRETE

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DRAIN INLET

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WHITE STONE

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NEW STRIPING FOR ADA PARKING

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BUILDING 9 PARKING DECK

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REMOVE EXISTING CONCRETE SIDEWALK AND INSTALL NEW ADA RAMP WITH HANDRAILS

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REMOVE EXISTING CONCRETE SIDEWALK AND REPLACE WITH NEW ADA RAMP

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5' LANDING CONCRETE PAD

AutoCAD SHX Text EXISTING CONCRETE PAD TO BE REMOVED AND REPLACE IN KIND WITH NEW CONCRETE PAD AT SAME ELEVATION AS FINISH FLOOR B4

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REMOVE EXISTING CONCRETE SIDEWALK AND REPLACE WITH NEW CONCRETE SIDEWALK

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5% SLOPE

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5' LANDING

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SLOPE UP TO CONCRETE PAD NO MORE THAN 5%

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CONCRETE PAD

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BUILDING 4

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ELEVATION VIEW

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GRADE TO NEW SIDEWALK

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EXISTING CONCRETE PAD TO BE REPLACED

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NEW SIDEWALK SLOPE AT 5% MAX DISTANCE 35'

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EXISTING MH COVER TO BE SET TO NEW ELEVATION

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NEW CONCRETE SIDEWALK TO MATCH ELEVATION OF INTERSECTING SIDEWALK

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NEW SIDEWALK

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EXISTING CURB/GUTTER

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BUILDING 3

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BUILDING 3

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LANDSCAPE GRADE BACK OF CONCRETE NEW SIDEWALK TYP.

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GRADE TO NEW CONCRETE

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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CHIEF OF STAFF

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DWG. OF

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DRAWING NO.

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REQUESTER

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SITE DETAILS

AutoCAD SHX Text 28 Feb 2023

AutoCAD SHX Text 659-24-906

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BLF

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CAMPUS

AutoCAD SHX Text Replace and Add New Pavement, Walks and Striping, Various Locations

ALL ELEVATIONS ARE TO BE VERIFY BY THE CONTRACTOR. SHOP DRAWINGS FOR NEW ADA RAMPS TO BE SUBMITTED TO GOVERNMENT PER DIVISION 001 LANDSCAPE GROUND AS REQUIRE TO AVOID ANY DROP OFF FROM EDGE OF CONCRETE EXCEPT WHERE THERE IS INDICATED HANDRAILS

NEW CONCRETE PAD 10' X 12' SEE C-102 FOR SIDEWALK DETAIL REGARDING WIRE MESH

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EXISTING SIDEWALK

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EXISTING UTILITY BOX

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NEW CONCRETE PAD 15' X 20' SEE C-102 FOR SIDEWALK DETAIL REGARDING WIRE MESH

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NEW CONCRETE CONNECTION TO EXISTING CONCRETE PAD

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BUILDING 15

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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CHIEF OF STAFF

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REQUESTER

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SITE DETAILS

AutoCAD SHX Text 28 Feb 2023

AutoCAD SHX Text 659-24-906

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CONCRETE PADs & CONNECTIONSCONNECTIONS

NOTES:

1. THE VALVE BOX FRAME SHALL BE SET TO GRADE AND

CONCRETE BASE POURED AHEAD OF RESURFACING

OPERATIONS.

2. CONCRETE BASE SHALL BE H.E.S. CONCRETE.

3. THE WORK SHALL BE PROTECTED BY BARRICADES AND

LIGHTS, ETC... AND SHALL NOT BE REMOVED FOR A

PERIOD OF 72 HOURS AFTER THE POUR IS MADE.

ADJUSTMENT OF VALVE BOX

TO GRADE

L OF STREET

PLAN VIEW OF VALVE BOX

8"

8"

8"C

8"

8"

4" M in

1 1/2" Min.

FORM OR POUR TO

EXCAVATION LIMITS

1/ 4"

ASPHALT OVERLAYFINISHED SURFACE

PLAN VIEW OF MANHOLE

NOTE:

1. THE MANHOLE FRAME SHALL BE SET TO GRADE AND CONCRETE

BASE POURED AHEAD OF RESURFACING OPERATIONS.

2. CONCRETE BASE SHALL BE H.E.S. CONCRETE.

3. THE WORK SHALL BE PROTECTED BY BARRIERS AND LIGHTS,

ECT.. AND SHALL NOT BE REMOVED FOR A PERIOD OF 72 HOURS

AFTER THE POUR IS MADE.

ADJUSTMENT OF MANHOLE TO GRADE

CL OF STREET

8"

8" 8"

8"

GROUT BETWEEN M.H.

FRAMEWORK & BRICKWORK

FORM OR

POUR TO

EXCAVATION

LIMITS

8"

FINISHED SURFACE

8"

ASPHALT OVERLAY

1/ 4"

1 1/2" MIN

REMOVE EXISTING DAMAGED PAVEMENT SECTION AND REPLACE

A MIN 18" CLSM WITH MAX 2" OF ASPHALT SURFACE COURSE.

NOTE: CONTRACTOR CAN USED DIFFERENT METHOD OF ASPHALT

REPAIR IF SUBMITTED TO THE GOVT. FOR APPROVAL.

PAVEMENT REPAIR DETAILS

ASPHALT CONCRETE PAVING

SAW CUT MAX 2" SURFACE

COURSE ASPHALT

CLSM CONCRETE

TACK COAT

COMPACT SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

AREAS OF UNSUITABLE SOIL:

1. SAW CUT AREA OF ASPHALT TO BE REPAIRED

2. REMOVE ASPHALT AREA

3. DIG AN EXTRA 50cm BELOW ORIGINAL BASE

4. PLACE CLSM AS PAVEMENT BASE.

5. REPLACE ASPHALT LAYERS AS PER SPECIFICATION.

DURING SITE VISIT CONTRACTOR TO VERIFY AREAS THAT

ASPHALT IS SINKING AND ASSUME THAT IT IS DUE TO UNSUITABLE

SOIL CONIDTIONS .

REVISION I: ASPHALT REPAIR DETAIL 19 JUNE 2012

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2% SLOPE

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2% SLOPE

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TYPICAL CROSS SECTION DETAIL

AutoCAD SHX Text SURFACE COURSE 1 " 12" MIN- (PLACE AFTER ALL MANHOLE, VALVE COVERS/RINGS ARE SET TO GRADE.

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TACK COAT AS REQUIRED

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MILL ASPHALT

AutoCAD SHX Text TO MILL DOWN AS REQUIRED TO ACHIEVE 2% PERCENT SLOPE FROM CROWN TO BOTTOM OF CURB TO CURB. EXISTING ASPHALT VARIES IN DEPTH AND LAYERS.

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SURFACE ASPHALT

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INTERMEDIATE ASPHALT

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PRIME COAT

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COMPACTED SUB-GRADE MIN 12" R-VALUE >50. 95% MIN COMPACTION

AutoCAD SHX Text AGGREGATE BASE COURSE SHALL BE MOISTURE CONTROLLED AT COMPACTION MOISTURE RANGE. 99% MIN COMPACTION

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ASPHALT MILLING/PAVING DETAIL

AutoCAD SHX Text CONTRACTOR CANNOT OBTAIN THE DESIRE COMPACTION TO DUE TO EXISTING CONDITIONS THEN CLSM CAN BE USED AS A BACKFILL WITH NO ADDITIONAL COST TO THE GOVERNMENT DUE TO ASPHALT REPAIR DETAIL CALLS FOR THE USE OF CLSM IF THE CONTRACTOR USES A DIFFERENT METHOD OF ASPHALT REPAIR.

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MILLING DEPTH AS REQUIRED

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TACK COAT

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OLD/NEW ASPHALT CONNECTION DETAIL

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OLD ASPAHLT

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

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CHIEF OF STAFF

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DWG. OF

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DRAWING NO.

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REQUESTER

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ASPHALT PAVING & REPAIRS DETAILS

AutoCAD SHX Text 28 Feb 2023

AutoCAD SHX Text 659-24-906

AutoCAD SHX Text C-101

AutoCAD SHX Text 5 8

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BLF

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CAMPUS

AutoCAD SHX Text KEY NOTES: ALL EXISTING ASPHALT TO BE CUT WITH A SAW. ALL CUTS SHALL BE STRAIGHT AND AS PER DETAILS OR RECOMMENDATION OF COR. ANY ASPHALT CUT NOT USING A SAW SUCH AS THE USE OF HEAVY EQUIPMENT SHALL BE REJECTED AND ADDITIONAL CUT SHALL BE MADE TO ENSURE THAT A SOLID CONNECTION IS MADE BETWEEN NEW AND OLD ASPHALT AT NO COST TO THE GOVERNMENT. ALL ELEVATIONS TO BE VERIFY BY LAND SURVEYOR SUCH AS M.H., VALVE COVERS, CROWN OF ROAD, AND STORM DRAINAGE TO ENSURE PAVING AS PER DETAILS. CONTRACTOR TO PERFORM UTILITY DETECTION DUE TO THE POSSIBILITY THAT UTILITIES CROSS EXISTING ROAD (S) AT DEPTHS WHICH ASPHALT APPLICATION COULD DISRUPT THIS UTILITIES. CONTRACTOR TO SUBMIT AN AS-MADE OF MILLED AREAS AND DESIGN PAVING OPERATION TO MATCH EXISTING CURVE FOR DRAINAGE TO EXISTING STORM DRAINAGE SYSTEM. SHOWING M.H., WATER VALVES, AND ANY PENETRATION IN RELATION TO FINAL COURSE RUN PRIOR TO PAVING. STORM DRAINAGE ELEMENTS THAT DON'T MATCH TO EXISTING CURVE AND HAVE SUCK OR RISE IN ELEVATION ARE TO BE ALTER TO MATCH SURROUNDING CURB AND STORM DRAINAGE DESIGN. CONTRACTOR TO SUBMIT A WORK PLAN SHOWING ORDER OF OPERATION FOR ENSURING WORK AS PER DETAILS AND COORDINATION WITH VAMC SALISBURY AS TO MIN. DISRUPTION OF HOSPITAL OPERATIONS. A FINAL AS-BUILT OF ALL PAVED AREAS SHALL BE SUBMITTED TO GOVERNMENT.

AutoCAD SHX Text Replace and Add New Pavement, Walks and Striping, Various Locations

CONCRETE SIDEWALK

AutoCAD SHX Text C-101

AutoCAD SHX Text N.T.S.

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GRAVEL INLET PROTECTION

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AutoCAD SHX Text C-101

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CONCRETE SIDEWALK

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NOT TO SCALE

AutoCAD SHX Text NOTES: : 1. 3500 psi CONCRETE

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2% SLOPE

AutoCAD SHX Text TOOLED JT'S AT INTERVAL EQUAL TO WIDTH, OR AS NECESSARY TO MAINTAIN EXISTING SPACING

AutoCAD SHX Text 6x6-W2.9xW2.9 WWF, CTR

AutoCAD SHX Text 6"

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MIN

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WIDTH AS INDICATED

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ON DRAWINGS, TYPICAL

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6'-0" MINIMUM OR MATCH EXIST.

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COMPACTED SUBGRADE

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4" LEVELING COURSE

AutoCAD SHX Text AGGREGATE FILTER IS TO BE PLACED AT EXISTING INLETS PRIOR TO BEGINNING SITE DEMOLITION.

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AGGREGATE FILTER

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RUNOFF WATER

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SEDIMENT

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CONCRETE GUTTER

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WIRE MESH

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FILTERED WATER

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CURB INLET

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

AutoCAD SHX Text [152mm]

AutoCAD SHX Text 10.5' MAX. [3200mm]

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

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AutoCAD SHX Text [102mm]

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[60' MAX] EXPANSION JOINT TO EXPANSION JOINT

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[60' MAX] EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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LOCATE CURB ACCESS RAMP TO ALIGN WITH CROSSWALK

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12:1 (MAX.)

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CROSSWALK

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CROSSWALK

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TRUNCATED DOMES DETECTIBLE WARNING STRIP

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12:1 (MAX)

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1:50 (MAX)

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TRUNCATED DOMES DETECTIBLE WARNING STRIP TYP.

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[MIN 4']

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SIDEWALK

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SIDEWALK

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[6' ] OR PER PLAN

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AutoCAD SHX Text C-101

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CURB ACCESS RAMP

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NOT TO SCALE

AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

AutoCAD SHX Text ASSOC. DIR. for OPERATIONS

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CHIEF OF STAFF

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AutoCAD SHX Text Approved:Chief of Facilities Management Svr.

AutoCAD SHX Text Approved: Safety Manager/M&O Supervisor

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DWG. OF

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DRAWING NO.

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REQUESTER

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SITE DETAILS

AutoCAD SHX Text 28 Feb 2023

AutoCAD SHX Text 659-24-906

AutoCAD SHX Text C-102

AutoCAD SHX Text 6 8

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BLF

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CAMPUS

Replace and Add New Pavement, Walks and Striping, Various Locations

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

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TYPE 3 UTILITY TRENCH PATCH

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NTS

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOAD TRANSFER DOWELS.

AutoCAD SHX Text REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES".

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TRENCH BACKFILL

AutoCAD SHX Text CLASS S CONCRETE f'c=3000 PSI [20.7 MPa]

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ASPHALTIC CONCRETE

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SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

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TACK COAT (TYP.)

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EXISTING PAVEMENT (TYP)

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EXISTING ASPHALT CONCRETE PAVEMENT (TYP)

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AutoCAD SHX Text 6"-14" [150-355mm]

AutoCAD SHX Text LOAD TRANSFER DOWELS. REFER TO VA STANDARD DETAIL 32 12 16-04 FOR PLACEMENT DETAILS

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4" - 6" MINIMUM OR THICKNESS OF EXISTING SIDEWALK WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER.

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TYPE 1 UTILITY TRENCH PATCH

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NTS

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TRENCH BACKFILL

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ABC 100% MIN. COMPACTION

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SIDEWALK

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SAW CUT EXISTING. SIDEWALK FULL DEPTH BOTH SIDES

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EXISTING SIDEWALK

AutoCAD SHX Text %%uGENERAL NOTES

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1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION XXX. 3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER DIVISION 031. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER DIVISION 031. 4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. 8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED. 9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED. 10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY. 13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

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MINIMUM DEPTH 30"-DOMESTIC WATER 60"-CHILLED WATER

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PVC TAPPING SADDLE

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VALVE BOX FLUSH W/GRADE W/REMOVABLE ACESS COVER

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12" BALL VALVE WITH CAP & CHAIN FOR AIR VENTING

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12" COPPER TYPE K

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PROVIDE MINIMUM 4" GRAVEL IN VALVE BOX

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DUCTILE IRON FITTINGS

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FLOW EITHER DIRECTION

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NOTE: PROVIDE AIR VENT AT THE HIGH POINT OF ALL VERTICLE OFFSETS.

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DR18 PVC RJ C900 PIPE

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GRADE

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ELEVATION - PIPE OFFSET WITH HIGH POINT AIR VENT

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PVC RESTRAINED JOINT

AutoCAD SHX Text THREADED LUG TYPE GATE VALVE SUITABLE FOR DIRECT BURY APPLICATIONS. PROVIDE WITH STEM EXTENSION TO LOCATE 2" SQUARE NUT OPERATOR 24" BELOW GRADE.

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PLAN VIEW TYPICAL RESTRAINED JOINT(RJ) PVC PIPING INSTALLATION

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DR 18 PVC/RJ C900 PIPE (TYP.)

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DR 18 PVC/RJ C900 PIPE

AutoCAD SHX Text NOTE: ALL PIPING TOP BE DR 18 PVC C900 WITH RESTRAINED JOINTS. THRUST BLOCKS ARE NOT ALLOWED.

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DUCTILE IRON FLANGE FITTINGS

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MECHANICAL JOINT RESTRAINT GLAND FOR USE WITH AWWA 900 PVC PIPE (TYP.)

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%%UPLAN VIEW

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PRESSURE MAIN

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PAVED AREAS

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NON PAVED AREAS

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16" MAIN

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51 TURNS TO

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OPEN - C CW

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DARLING CO

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NUMBER OF TURNS TO OPEN

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DIRECTION TO TURN TO OPEN

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VALVE MANUFACTURER

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YEAR VALVE INSTALLED

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FINISHED GRADE

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VARIES

AutoCAD SHX Text TWO PIECE CAST IRON VALVE BOX WITH DR 18 PVC PIPE EXTENSION IF NEEDED (C-900 DR 14 PVC PIPE IN PAVED AREAS). VALVE BOX OR PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN

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PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR

AutoCAD SHX Text 18" x 18" x 6" CONCRETE COLLAR (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL

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FINISHED PAVEMENT

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PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR

AutoCAD SHX Text SPECIFY LETTERING AS "IRR", "SEWER", OR "WATER", DEPENDING ON USE. THE CAP TO BE OF CAST IRON

AutoCAD SHX Text 18" x 18" x 6" CONCRETE COLLAR

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(2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL (2" MINIMUM COVER FOR REINFORCING STEEL)

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SIZE OF MAIN OR BYPASS

AutoCAD SHX Text ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT TYPE IN ACCORDANCE WITH AWWA C-509

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TYPICAL VALVE SETTING DETAIL

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AutoCAD SHX Text Salisbury NC 28144

AutoCAD SHX Text W.G.(Bill) Hefner Medical Center

AutoCAD SHX Text 1601 Brenner Ave.

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MEDICAL CENTER DIRECTOR

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RECOMMEND APPROVAL

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ASSOC. DIR. PATIENT CARE SVC.

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APPROVAL BY:

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CHIEF OF SERVICE

AutoCAD SHX Text ASSOC. DIR. for OPERATIONS

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CHIEF OF STAFF

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AutoCAD SHX Text Approved:Chief of Facilities Management Svr.

AutoCAD SHX Text Approved: Safety Manager/M&O Supervisor

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DWG. OF

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DRAWING NO.

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REQUESTER

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